POWER PRESERVED GLULAM BEAMS AND COLUMNS. Certified Building Products

Transcription

1 POWER PRESERVED GLULAM BEAMS AND COLUMNS SM Certified Building Products

2 POWER PRESERVED GLULA CREATE STRONGER, LONGE Cop-8 Cop-Guard Surfside Beach Community Center POWER PRESERVED GLULAM (PPG) Anthony Forest Products has been a name to trust in the glued laminated timber business for over 45 years. Anthony stock E 300F v SYP glulam has been our mainstay in business along with the high strength Power Beam E 300 F v IJC beam. With the shortage of high quality, high strength, solid southern pine treated timber, Anthony offers Power Preserved Glulam Beams, which have been pressure treated with Hoover Cop-Guard or Cop-8 at.04 pounds per cubic foot (PCF) or.02 pounds per cubic foot retention levels suitable for above ground uses respectively. Power Preserved Glulam products will resist fungal decay and wood-destroying insect attacks and are covered by a 25 year warranty by Hoover. FACT SHEET E 300F v SYP glulam industrial grade High strength allows for reduction in size of columns or number of pilings and piers. Two separate warranties for your protection Balanced lay-up and zero camber No top or bottom As environmentally safe as untreated wood Above ground use for beams (AWPA use categories UC3B) and ground contact for the columns (AWPA use categories UC4A, UC4B and UC4C) For PPG Beams sizes not listed, please call Anthony Forest FASTENERS Non-Corrosive fasteners may be used with PPG in protected areas. Corrosion resistant fasteners are required if a connection is made to other water borne copper treated wood. Local building code requirements will always supersede above restrictions. 2

3 M BEAMS AND COLUMNS R LASTING STRUCTURES SUGGESTED USES (EXTERIOR ONLY) Decks, patios, trellises, pergolas and covered park shelters Raised Floor Construction Spans longer distances requiring fewer columns for less obstructed views, turning outdoor space under your deck into an outdoor living area Coastal construction boardwalk and pier/beam foundation Light commercial and bridge construction Temp o F Table 1: Moisture Content of Wood Relative Humidity (%) Copper Naphthenate (CuN) has been used as a wood preservative for over 100 years. Cop-Guard and Copper 8 quinolinolate Cop-8 are both dissolved in low odor mineral spirits as a carrier and are an ideal fungicide and insecticide for the long term preservation of wood products in above ground uses. PPG and columns have a green coloration when treated with Cop-Guard and have no real color change when treated with Cop-8 as shown in the picture. Cop-8 is the only wood preservative approved by the FDA (Food Drug Administration) for contact with food goods in transportation. Both preservatives are low in toxicity, environmentally safe, clean, and noncorrosive to fasteners. For more information on Cop-Guard and Cop- 8, please see the MSDS sheets and Consumer Information Sheets (CIS) on our website Power Preserved Glulam Beams and Columns Advantages Over Waterborne Preservative Treated Wood No swelling or shrinkage of the beam Less checking, cupping, or twisting of beam 1 Parallam is a registered trademark of Weyerhaeuser NR Company Twice as strong as #2 PT SYP 4x12 No strength reductions required after treatment Automatic substitute for Parallam Plus PSL 1 Stainable and Paintable (See restrictions.) Not considered hazardous material CONDITIONS OF USE (DRY OR WET) Power Preserved Glulam products are recommended for above ground use where the equilibrium moisture content (EMC) of the laminated beam will not exceed 16% thus allowing dry-use design values (over 16% considered wet-use.) The definitions of dry and wet service vary from the many publications available on the subject. Table 1 above from AWPA Use Categories Above Ground UC3B (Exterior) Ground Contact UC4A UC4B UC4C ACQ the USDA Forest Products Lab Wood Handbook shows how the equilibrium moisture will change with relative humidity and temperature. Although there will be intermittent wetting of the exposed beams, drying normally occurs, and therefore, the beam does not reach a wet-use condition. CODE APPROVALS Power Preserved Glulam is manufactured in accordance with ANSI A190.1, which is the code recognized standard for glued laminated timber and is accepted nationwide under the ICC-ESR 1940 and APA Product Report L282. The adhesive used in our glulam conforms to wet-use complying with ASTM D2559. The APA-EWS is our third party inspection agency. SYP Preservative Retention Comparison Table (pcf) ACD Cop N/A N/A N/A Preservative Type Cop- Guard MCQ MCA Penta

4 RESTRICTIVE USES Power Preserved Glulam treated with Cop- Guard at.04 PCF and Cop-8 at.02 PCF retention (UC3B) are for above ground use only. Power Preserved Glulam products shall not be used in any applications in direct contact with bituminous materials such as deck protective wrap, asphalt/tar/felt paper, ground, water, or marine applications. After thorough drying and stain blocking primer has been applied, PPG Beams are stainable and paintable (Columns are not). Raised Beach Home Table 2: Power Preserved Glulam Design Value Comparison (PSI) Product (Flexural Stress) MOE (Modulus of Elasticity) F v (Horizontal Shear) F c (Compression Perpendicular to Grain) T Power Preserved Glulam x Parallam Plus PSL x #2 Treated SYP 4x x Pergola Raised Floor Construction 1 Service Level 1 or Dry-Use means the treated beam does not exceed 16% maximum moisture content. 2 Parallam Plus PSL is treated with water borne preservatives for service level 1 or dry-use. For service level 2 or wet-use, additional reductions are required. Parallam Plus PSL is a registered trademark of Weyerhaeuser NR Company. 3 SYP 4x12 is treated with water borne preservatives for wet-use. Product Table 3: Anthony Glulam Beam Design Comparisons Layup Combinaton Modulus of Elasticity E (10 6 psi) Flexural Stress (psi) 2 Tension Zone Compression Zone Shear F v (psi) 3 1 The tabulated values are for moisture content of less than 16%. For wet-use, the design values must be multiplied by the wet-use factor. 2 shall be adjusted by the volume effect factor using the following formula: C v = (5.125/b) 1/20 x (12/d) 1/20 x (21/L) 1/ Where: b = beam width (in.), d = beam depth (in.), L = beam length (ft.) 3 For non-prismatic members, notched members, members subject to impact or cyclic loading, or shear design of bending members at connections (NDS-05, ), the design shear (F v ) shall be multiplied by a factor of Compression Perpendicular to Grain F c (psi) Power Beam 30F-E ,000 3, F Stock Glulam 24F-V ,400 1, Power Preserved Glulam 24F-V5M ,400 2, Wet-Use Factor Beam weight is assumed to be 48 pcf. 2 Maximum resistive moment shall be adjusted by the volume factor based in NDS-05, or see footnote #2 from Table /16" widths only available in 9 1/4", 11 1/4" and 14" depths. To determine 2 7/16" design properties, multiply.464 times the 5 1/4" weight, moment of inertia, moment and shear. See Anthony Forest website at to download complete 2 7/16" design properties table. Table 4: Power Preserved Glulam Sizes and Design Properties 1,2 EWS 24F-V5M1/SP Dry-Use =2,400 psi F v =300psi E=1.8 x 10 6 psi F C =740 psi Maximum Resistive Moment (ft.-lbf) Moment of Maximum Resistive Shear (lbf) Width (in.) Depth (in.) Weight (lbf/ft.) 1 Inertia (in 4 ) 100% 115% 100% 115% 9 1/ ,804 11,275 6,359 7, / ,341 11,892 6,531 7, /16" / ,502 16,677 7,734 8, / ,158 18,582 8,164 9, /2" ,458 25,827 9,625 11, ,333 33,733 11,000 12, ,125 42,694 12,375 14, / ,973 17,219 9,713 11, / ,794 18,163 9,975 11, / ,148 25,471 11,813 13, /4" 11 7/ ,678 28,379 12,469 14, ,300 39,445 14,700 16, ,800 51,520 16,800 19, ,700 65,205 18,900 21,735 4

5 Treated Glulam Allowable Floor Loads (plf) EWS 24F-V5M1/SP Dry-Use =2,400 psi F v =300 psi E=1.8 x 10 6 psi F c =740 psi (LDF=1.00) Span (feet) Width (in) Depth (in) Load Condition /4 Total Load Live Load Min. End/Int.Bearing (in.) 2.4/ / / / / / / / / / / /2 Total Load Live Load Min. End/Int.Bearing (in.) 2.5/ / / / / / / / / / / /16" 11 1/4 Total Load (See Note 1) Live Load Min. End/Int.Bearing (in.) 3.2/ / / / / / / / / / / /8 Total Load Live Load Min. End/Int.Bearing (in.) 3.4/ / / / / / / / / / / Total Load /2 Live Load Min. End/Int.Bearing (in.) 4.4/ / / / / / / / / / / Total Load Live Load Min. End/Int.Bearing (in.) 5.6/ / / / / / / / / / / Total Load Live Load Min. End/Int.Bearing (in.) 7.0/ / / / / / / / / / / /4 Total Load Live Load Min. End/Int.Bearing (in.) 2.4/ / / / / / / / / / / /2 Total Load Live Load Min. End/Int.Bearing (in.) 2.5/ / / / / / / / / / / /4 Total Load Live Load Min. End/Int.Bearing (in.) 3.2/ / / / / / / / / / / /4 11 7/8 Total Load Live Load Min. End/Int.Bearing (in.) 3.4/ / / / / / / / / / / Total Load Live Load Min. End/Int.Bearing (in.) 4.4/ / / / / / / / / / / Total Load Live Load Min. End/Int.Bearing (in.) 5.6/ / / / / / / / / / / Total Load Live Load Min. End/Int.Bearing (in.) 7.0/ / / / / / / / / / /16" Load Tables widths only available in 9 1/4", 11 1/4" and 14" depths. To determine 2 7/16" load capacity, multiply.464 times the 5 1/4" loads. The bearing stays the same. See Anthony Forest website at to download complete 2 7/16" load tables. 2. Values shown are the maximum uniform loads (beam weight included) in pounds per lineal foot (PLF) that can be applied to the beam. 3. These tables are for preliminary design when considering load and other conditions. The final design should include complete design analysis. 4. Bearing lengths shown in third row of each cell are for maximum PLF loads for the two end bearings and for middle or intermediate bearings when beam is continuous. A shorter bearing may be used if proper analysis is done. 5. Live load is based on the deflection criterion of L/360 and includes the beam weight (48 pcf). 6. Total load is based on the deflection criterion of L/240 and includes creep deflection with a LL/DL ratio of 4 or higher. 7. For deflection limits of L/240 and L/480, multiply the live load figures by 1.5 and 0.75 respectively. 8. The beam is assumed to be loaded on the top edge and with full lateral support at bearing points. 9. Selected beam must satisfy both live and total load. 10. Where no live load shows, live load is the same as total load. 11. Call Anthony Forest for sizes not listed. 5

6 Treated Glulam Allowable Roof Snow Loads (plf) EWS 24F-V5M1/SP Dry-Use =2,400 psi F v =300 psi E=1.8 x 10 6 psi _F c =740 psi (LDF=1.15) Span (feet) Width (in) Depth (in) Load Condition /4 Total Load Live Load Min. End/Int.Bearing (in.) 2.8/ / / / / / / / / / / /2 Total Load Live Load Min. End/Int.Bearing (in.) 2.9/ / / / / / / / / / / / /4 Total Load (See Note 1) Live Load Min. End/Int.Bearing (in.) 3.7/ / / / / / / / / / / /2 11 7/8 Total Load Live Load Min. End/Int.Bearing (in.) 3.9/ / / / / / / / / / / Total Load Live Load Min. End/Int.Bearing (in.) 5.1/ / / / / / / / / / / Total Load Live Load Min. End/Int.Bearing (in.) 6.4/ / / / / / / / / / / Total Load Live Load Min. End/Int.Bearing (in.) 8.0/ / / / / / / / / / / /4 Total Load Live Load Min. End/Int.Bearing (in.) / / / / / / / / / /2 Total Load Live Load Min. End/Int.Bearing (in.) 2.9/ / / / / / / / / / / /4 Total Load Live Load Min. End/Int.Bearing (in.) / / / / / / / / / / /4" 11 7/8 Total Load Live Load Min. End/Int.Bearing (in.) 3.9/ / / / / / / / / / / Total Load Live Load Min. End/Int.Bearing (in.) 5.1/ / / / / / / / / / / Total Load Live Load Min. End/Int.Bearing (in.) 6.4/ / / / / / / / 2.1/ / / Total Load Live Load Min. End/Int.Bearing (in.) 8.0/ / / / / / / / / / / /16" Load Tables widths only available in 9 1/4", 11 1/4" and 14" depths. To determine 2 7/16" load capacity, multiply.464 times the 5 1/4" loads. The bearing stays the same. See Anthony Forest website at to download complete 2 7/16" load tables. 2. Values shown are the maximum uniform loads (beam weight included) in pounds per lineal foot (PLF) that can be applied to the beam. 3. These tables are for preliminary design when considering load and other conditions. The final design should include complete design analysis. 4. Bearing lengths shown in third row of each cell are for maximum PLF loads for the two end bearings and for middle or intermediate bearings when beam is continuous. A shorter bearing may be used if proper analysis is done. 5. Live load is based on the deflection criterion of span/ Total load is based on the deflection criterion of span/180 and includes creep deflection with a LL/DL ratio of 2 or higher. 7. For live deflection limits of L/180 and L/360, multiply the live load values by 1.33 and 0.67 respectively. The resulting live load shall not exceed the total load shown. 8. The beam is assumed to be loaded on the top edge and with full lateral support at bearing points. 9. Selected beam must satisfy both live and total load. 10. Where no live load shows, live load is the same as total load. 11. Call Anthony Forest for sizes not listed 6

7 POWER PRESERVED COLUMN POWER PRESERVED COLUMN Anthony Forest Products offers our popular Power Column as a Power Preserved Column for ground contact using Hoover Cop-Guard. These columns are treated to the high retention level of PCF, meeting AWPA use categories 4A, 4B, and 4C (should not be used in direct contact with water). Suggested Uses: (Exterior Only) Deck Support Columns Residential and Commercial exposed structural columns Raised Coastal Construction supports replacing piling Industrial and Farming applications Pedestrian bridges and park shelters Pergolas Power Preserved Column Combination #50 #1 Dense SYP Power Preserved Column Design Values 1 x-x axis 3 laminations y-y axis 4 or more laminations MOE Compression Parallel to Grain F c = 3 laminations 4 or more laminations Design Value 2,100 psi 2,100 2, x ,700 2,300 Wet-Use Factor POWER PRESERVED COLUMN SIZES 3 1 / / 2, 5 1 / / / 2, 6 7 / / / / / / 4" 10 3 / 4" Power Preserved Glulam Beams and Columns DESIGN, INSTALLATION AND CONNECTION NOTES: BEAMS AND COLUMNS Allowable axial loading for all Power Preserved Column sizes can be found on our website. Anthony recommends all columns to be placed on column base/blocks and/or embedded in concrete. Should not be used in direct contact with water Installation, staining, painting and connection details can be found at Recommended connections must meet all local code requirements. Standard non-corrosion resistant fasteners can be used unless connections are made to other water-borne copper treated wood or in the severe deterioration zones (local building codes supersede). All Anthony column tables are for preliminary design use only. Final design should include a complete engineering analysis, including bearing capacity of the foundation supporting the column. Power Preserved Glulam Beams and Columns shall not come in direct contact with bituminous materials such as deck protective wrap, asphalt or tar/felt paper. For 2 ply connection details for 2 7/16" and 3 1/2" PPG beams go to 7

8 DECK READY, POWER PRESERVED GLULAM Power Preserved Glulam Call Anthony Forest for Deck Guide SOFTWARE AND TECHNICAL SUPPORT WARRANTY Power Preserved Glulam Beams and Columns can be sized for loading and spans using our free Power Sizer software downloadable from our website or from the load tables on pages 5 and 6. For sizes not shown in this brochure, use our Power Sizer software or 24F glulam brochure. For Power Preserved Column sizing, please use our column flyer or axial load tables, or go to our website for sizing software download. SERVICE If you need technical assistance, a skilled member of the Anthony EWP Team can be reached at , or at info@anthonyforest.com. Power Preserved Glulam and Power Preserved Column products are warranted for 25 years against defects in materials and workmanship. We guarantee prompt and courteous customer service. Hoover Treated Wood Products, Inc. warrants the Power Preserved Glulam and Power Preserved Column products against fungal decay and wood-destroying insect attacks for 25 years. For a detailed copy of our limited warranty, call us at or visit our website to download a copy. DISTRIBUTED BY: Anthony Forest Products Company - 01/2013 Power Beam Power Column SYP Lumber Power Joist PRG 309 N. Washington El Dorado, AR